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223/2026-27 - Manekkudi menayathu road re tarring, Ambedkar kannadi kodu road tile paving in ward 11 -Manekkudi menayathu road re tarring, Ambedkar kannadi kodu road tile paving,Asamannoor Gramapanchayath

Local Self Government Department

Asamannoor | Ernakulam, Kerala

Amount: ₹8.5 LCloses: 24 Oct 20265d left

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Timeline

Published14 Oct 2026
Closes24 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,169

Closing Date

24 Oct 2026, 2:00 pm5d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of the Assistant Engineer, LIDEW Section, Asamannoor Grama Panchayath.

Work Description

TILE PAVING

Tender Information

Tender ID

2026_LSGD_879306_1

Reference Number

13/AE/LIDEW/ASNR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Asamannoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Required1. Tender Schedule (BOQ) (.xls)

Required2. Duly signed Preliminary Agreement (.pdf)

Required3. Scanned copy of fee details (.pdf)

Required4. Scanned copy of Affidavit (.pdf)

Required5. Scanned copy of Form of Tender (.pdf)

Required6. Scanned copy of Contractor license (.pdf)

Required7. SBD Downloaded from e tender website (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

EMD Fee Amount

₹21,169

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

14 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

14 Oct 2026

Clarification Period

14 Oct 2026 - 24 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	513	sqm	-	-
1.002	OD214618/2026-2027:Providing and laying of Interlocking Block Pavement using 80 mm M 40 hydraulic blocks of approved size,design & shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness,etc.all complete as per the direction of Engineer-in-charge.	461.7	sqm	-	-
1.003	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	7.88	cum	-	-
1.004	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	67.45	sqm	-	-
1.005	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	478.5	sqm	-	-
1.006	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	478.5	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1494996.xls

BOQ • 0.30 MB

SBD223.pdf

Tender Documents • 2.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	513	sqm	-	-
1.002	OD214618/2026-2027:Providing and laying of Interlocking Block Pavement using 80 mm M 40 hydraulic blocks of approved size,design & shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness,etc.all complete as per the direction of Engineer-in-charge.	461.7	sqm	-	-
1.003	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	7.88	cum	-	-
1.004	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	67.45	sqm	-	-
1.005	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	478.5	sqm	-	-
1.006	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	478.5	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

513

sqm

1.002

OD214618/2026-2027:Providing and laying of Interlocking Block Pavement using 80 mm M 40 hydraulic blocks of approved size,design & shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness,etc.all complete as per the direction of Engineer-in-charge.

461.7

sqm

1.003

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

7.88

cum

1.004

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

67.45

sqm

1.005

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

478.5

sqm

1.006

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

478.5

sqm